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HomeMy WebLinkAboutSDP201300051 Plan - Submittal (First) 2013-10-10 CV344at&t 41'aPiod4"---* at&t .-- H I C KO RY HILL LANE lEiRRTV PLAZA I 4901 OarROAD,SD3T71300 GUN ALLEN,VA 23060 • CHARLOTTESVI LLE, VA 2290 I '�`V°°27�"' PROJECT DESCRIPTION: Evelocltel complete ,,A recess solutions INSTALLATION AND OPERATION OF DIRECTIONS TO SITE ■VeloCIte FROM RICHMOND: ANTENNAS AND ASSOCIATED complete enrolees Solutier1 TAKE 1-64 WEST TO EXIT 118A AND TURN RIGHT ONTO US-29. IN APPROXIMATELY 2 MILES, ARCHITECTURAL REVIEW BOARD APPROVAL 4164 INNSLAKE DRIVE, SUITE 5' MAKE A U—TURN AND THEN TURN RIGHT ONTO HICKORY HILL LN TURN LEFT AT GATE AND EQUIPMENT GLEN ALLEN, VA 23060 FOLLOW TO SITE 804 217 8433 SIGNATURE DATE ALBEMARLE COUNTY PLANNING APPROVAL A NM $� 2 WORKING DAYS warren Williams&associates .Alt,: N '; BEFORE YOU DIG 736 CARNEROS CIRCLE i -�,w M , .,'A ,,`. r �� 1—800-552-7001 SIGNATURE DATE HIGH POINT �} TOLL FREE NORTH CAROLINA m " 1y a MISS UTILITY27265 , APPROVAL (757) 4so-22aa .• NO ' ..,. a «' � 4., VELOCITEL SITE ACQUISITION SIGNATURE DATE AT&T SIGNATURE DATE 1 7/13/13 TREE SURVEY BY ALB CHK OWW APP'D OWW .0°7 �. I • - :y n4-a 8/2/13 TREE SURVEY ..". - ZEE _ '•'*'',' ' VELOCNEL ZONING: SIGNATURE DATE AT&T ZONING: SIGNATURE DATE _2 Br ALB CHK OWW APP'D OWW a[Z_,.., -t�wi" , ;^, 8/6/13 PRELIM ZONING DWGS �' '•. , -3 BY• ALB CHK OWW APP'D OWW_ /' ',/ - — VELOCITEL CONSTRUCTION: SIGNATURE DATE AT&T CONSTRUCTION: SIGNATURE DATE 4 9/4/13 ANAL ZONING DWGS : FCC . BY ALB CHK OWW APP'D OWW ' Yam- . — 5 .r 6 t Op REV. NO. DESCRIPTION BY DATE REV. NO DESCRIPTION BY DATE y * y N A TREE SURVEY OWW 7/13/13 e FINAL ZONING DRAWINGS OWW 9/4/13 \1,♦T�7� V. de ,�,.+�:. I Y� 111 p� e, 7i�} © TREE SURVEY OWW 8/2/13 ``� j� +1 �.{ y t © PRELIMINARY ZONING DRAWINGS OWW 8/6/13 i �_. // .�++-r:,,:ya 3� �t1()SIl' '_Ifs n'----Yiv «.,�..- err.._„11 r,':,,_0, - ..4 _0 O.WARREN WILLIAMS,JR. LOCAL MAP • NOT TO SCALE I CONSULTING TEAM I PROJECT SUMMARY I SHEET INDEX Lic.No.37030 .y�„s„„, ,, 7 ARCHITECTURE AND ENGINEERING: SITE INFORMATION: SHEET DESCRIPTION. a' 9-4-13 w= .'+� ,�°rurr, ,i ,w ;._ -•: t „jt^ zn -' B WARREN WILUAMS &ASSOCIATES CV344 T-1 TITLE SHEET / 0 ':.... :c., •`' rs,. ^., •',- r . r` p :_«, �,: 736 CARNEROSLANE• T 2 LEGEND AND ABBREVIATIONS 'I }lull\ to 1l CIRCLE HICKORY HILL bF "'Jlsii�'�T4a �: ^ "� b'"'P �bfunen ti..s., HIGH POINT, NC 27265 CHARLOTTESVILLE, VA 22901 — ,S � N,%pl yl�, a + ° PROJECT MANAGER WARREN WILLIAMS, P.E. SIp �' 1 *^ j"+'� .,ra,y ,� ,N,,a,y - t u Z4.,+.r '• '"�'1r TELEPHONE. (757) 450-2288 N-1 GENERAL NOTES ,� ,«.:r ? . r a --- LANDLORD INFORMATION v., n... �,.M .. °'atr:t. lira Wit"�„y> .. A� .t DEL. BRITTS MOUNTAIN LAND TRUST AM-1 AREA MAP w $ T IRGINlA SURVEY: 503 FAULCONER DRIVE t _ +. rarti.w HARVEY L. PARKS, INC. SUITE 5 SP-1 SURVEY PLAT � +r=TMT F'"'V' ii �:' ���> C"+'"aa' •`� PO BOX 3595 CHARLOTTESVILLE, VA 22901 CV344 r TS-1 TREE SURVEY (, .am i—a. � � CHESTER, VA 23831 n• ..iansontu; `'I'^'" - CONTACT. MIKE BRISTOW, LS < " :+,�,`a." U N I T E' D S T A T E S =IN, 5 TELEPHONE. INFORMATIONC-1 ENLARGED SITE PLAN �, (804) 748-8641 APPLICANT RAW LAND .,ca.. .� Trial FAX _ ., v,« (804) 796 5742 AT&T MOBILITY C-2 ELEVATION VIEW �. r r s ,„,, • p qr�� .�<x.mll LIBERTY PLAZA 1 a ,_� SOIL ENGINEER: MONOPOLE '', • „ ^m "'" 4801 COX ROAD, SUITE 300 C-3 FENCE NOTES AND DETAILS t „, T...Y,.wk' „y w-• GEOENVIRONMENTAL RESOURCES, INC. (GER) ''''" Ar YL,. an ., -^ ,-,-! CONTACT GLEN ALLEN, VA 23060 .b.rsa �h! E � CHARLES CRAWLEY, PE C-4 CML DETAILS ' ,",,ti„ -- f ,,,� ,. TELEPHONE: (757) 463-3200 PROJECT DATA HICK 0 R Y HILL LANE-1 r,..,. .rile:. ,N ' I.rx- ), i'' $' Elea : 1.sa_h. d't" -pyy r.�..o A-1 SHELTER ELEVATIONS ZONING RURAL AREAS tiew r.f' �..nz a,i; ',"" 1 .." o.T- "* ' JURISDICTION ALBEMARLE COUNTY CHARLOTTESVILLE VA _. �._.. F'/ S-1 FOUNDATION PLAN r STRUCTURAL ENGINEERING TAX MAP No. 75-41 ~ • ..,,,.« r `�,N' .'"1 WARREN WIWAMS &ASSOCIATES SRE TYPE RAW LAND 22901 n....rm. m,:,,n,y 1 �"I �`• 736 CARNEROS CIRCLE TOWER TYPE MONOPOLE ,. x.,., ,.,,.,� ,.. br ". �',, Amin HIGH POINT, NC 27265 TOWER HEIGHT 110' ALBEMARLE COUNTY H;.� y,r` w: , `,+: -wy.n �''" .Aria, ' CONTACT JASON CANFTELD, P E. LEASE AREA 40'X40' 1 VIRGINIA i (757) 450-2288 r, t,. TELEPHONE: AREA OF LAND 1.te,,;� [' I'Mx. r �i,1 �.mo 0 eFAX NUMBER (610) 711-7120 DISTURBANCE 1200 SF DRAWN BY KMB lei . .. \ -.f j rr.' x ,.may .7.. xe�....,,,� a�K• I'a..w..e. CHECKED BY OWW . ,.,r .l_ - wa- ;.,, ., N TN DATE. 7/1/13 �+, 't u,.« UTILITIES (2C) GEOGRAPHIC COORDINATES . .. ..... . Tml 38' 00' 39 43E N COMM NO. CV344 s POWER COMPANY LATITUDE. ', �. , t�w....1$ `we.. R � I'1e A ,a- DOMINION VIRGINIA POWER GROUNDDE: 7E1 ELEV. (AMSL)• 5 0 33' 5 134'•W SHEET TITLE `V R 0 R.-T M ���°°°'''''' / a-w.z..., ,w CONTACT' CUSTOMER SERVICE , 1 'ii • r R o c a r d , it " �,,,a TELEPHONE: 1-888-667-3000 DFCI!NATION* ''�` '`' ,0 k•"[ TITLE SHEET ` , TELEPHONE COMPANY: 9' 38' W CHANGING BY 0' 1' W PER YEAR VICINITY MAP VERIZON ADA COMPLIANCE SHEET TOTAL: CONTACT CUSTOMER SERVICE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. NOT TO SCALE TELEPHONE: 1-800-826-2355 SITE WILL NOT BE SERVED BY CITY SEWER OR WATER 4 12 SHEET NUMBER T-1 I V at&t IIBERIYPIATA I 4&I DOZZQ4D,SUD8300 UMIALLEK,VA 231 ABBREVIATIONS & SYMBOLS LIST LEGEND I l>ff(804)2704967 1 P. 2P, & 3P SINGLE POLE, TWO POLE, & THREE POLES NEUT NEUTRAL EXISTINQ EX A/C AIR CONDITIONING N NORTH ADJ ADJUSTABLE NA NOT APPLICABLE CONC — - AFL ABOVE FINISHFLOOR N NOT CONTRACT = REVISION V�IC��IIr �I AGL ABOVE GROUND LEVEL NTS T CONCRETE NOT TO SCALEIII APPROX APPROXIMATELY OFCI OWNER FURNISHED, CONTRACTOR INSTALLED PROPERTY LINE �r ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS OC ON CENTER ------- comptere w.reiess soRior s AWG AMERICAN WIRE GAUGE OD OUTSIDE DIAMETER = NOTE REFERENCE 4164 INNSLAK£DRIVE SUITE B A OR AMP AMPERE OPNG OPENING GLEN ALLEN, VA 23060 BLDG BUILDING OPP OPPOSITE O ——•— LEASE AREA 804 217 8433 BLK BLOCK OHT/OHP OVERHEAD TELEPHONE/OVERHEAD POWER BMR BASE MOBILE RADIO OHP OVERHEAD POWER B/S BUILDING STANDARD OHT OVERHEAD TELEPHONE DETAIL REFERENCE EASEMENT CU COPPER OZ OUNCE CO CLEAN OUT PG PAGE tr-1 BUILDING (FOOTPRINT) 1 • C CONDUIT SIZE AS NOTED PIN(F) PIN FOUND warren williams&associates CB CIRCUIT BREAKER PIN(S) PIN SET CKT CIRCUIT PJF POLYVINYL JOINT FILLER )R,/A POWER POLE 736 CARNEROS CIRCLE CLG CEILING PLYWD PLYWOOD HIGH C.4PO N NORTH ROLOLlNA CLR CLEAR PR PAIR ❑ TELEPHONE/FIBEROPTIC PEDESTAL 27265 CONC CONCRETE PROJ PROJECT AIIIII = ELEVATION (757) 450-2288 CONST CONSTRUCTION PROP PROPERTY ,,,,, NWCONT CONTINUOUS PSI PER SQUARE INCH REFERENCE %/ nn ASPHALT NO CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED PSF PER SQUARE FOOT 7/13/13 TREE SURVEY DB DEED BOOK PT PRESSURE TREATED1 DBL DOUBLE PVC SCHEDULE 40 PLASTIC CONDUIT. BY ALB CHK oww APP'D OWW X X X FENCE DIA, o DIAMETER RAD RADIATION 8/2/13 TREE SURVEY DIAG DIAGONAL RECEPT RECEPTACLE 2 BY ALB CHK oww APP'D OWN DIM DIMENSION REQ'D REQUIRED a = SECTION TEMPORARY BENCHMARK 3 8/6/13 PRELIM ZONING DWGS DN DOWN RM ROOM BY ALB CHK OWW APP'D OWW DET, DETL DETAIL RO ROUGH OPENING ® REFERENCE 9/4/13 FINAL ZONING DWGS DWG DRAWING S SOUTH 4 BY ALB CHK OWW APP'D- OWW DEF DUAL ELEMENT FUSES SW SWITCH w...i✓ TREELINE E EAST SCH SCHEDULE 5 EA EACH SHT SHEET EL, ELEV ELEVATION SIM SIMILAR = NORTH ARROW ELECT ELECTRICAL SPEC SPECIFICATION N i— / CONTOURS 6 EQ EQUAL SQ SQUARE I / $ / EQUIP EQUIPMENT SS STAINLESS STEEL I EW EACH WAY STL STEEL EXIST/EX EXISTING STRUCT STRUCTURAL 14 5 SPOT ELEVATION 'TH OF EXT EXTERIOR SUSP SUSPENDED ��_,S� Pr f EMT ELECTRICAL METALLIC TUBING THRD THREADED s V. �11�` ' , FI EMPTY CONDUIT TMRU THROUGH = NORTH ARROW i / FIN FINISH TM TAX MAP �, 0 SILT FENCE Z/ FLUOR FLUORESCENT TNND TINNED y WITH MAGNETIC FLR FLOOR TOC TOP OF CONCRETE DECLINATION O O,WARREN WILLIAMS,JR ,-4 FT FOOT TYP TYPICAL — ———— U GRS GALVANIZED STEEL CONDUIT UON UNLESS OTHERWISE NOTED Lic.No.37030 G OR GRD GROUND UG UNDERGROUND GA GAUGE VERT VERTICAL ////////// ITEMS TO BE REMOVED 9 4 1 3 W GALV GALVANIZE(D) VIF VERIFY IN FIELD `l GC GENERAL CONTRACTOR VT VINYL TILE O GPS GLOBAL POSITIONING SYSTEM W/ WITH A� �� GWB GYPSUM WALL BOARD WDW WINDOW SS HARD'WD HARDWOOD W WEST IONAL � HEC HIGH STRENGTH W/O WITHOUT HORIZ HORIZONTAL W WATTS HR HOUR WP WEATHERPROOF HT HEIGHT XFRM TRANSFORMER HVAC HEATING, VENTILATION AND AIR CONDITIONING CV344 ID INSIDE DIA. ANGLE IN INCH INFO INFORMATION RAW INS INSULATION & AND LAND KIL LB(S) POUOND(S)WATTS Q CENTER LINE MONOPOLE LG LONG MAX MAXIMUM FL PROPERTY LINE, PLATE MECH MECHANICAL MTL METAL ® AT HICKORY HILL LANE MFR MANUFACTURER CHARLOTTESVILLE, VA MGR MANAGER # NUMBER 22901 MIN MINIMUM MISC MPH MILESL EREOUS HOUR ALBEMARLE COUNTY MTD MOUNTED DRAWN BY. KMB CHECKED BY OWN TTV DATE. 7/1/13 COMM NO- CV344 SHEET TITLE. LEGEND AND ABBREVIATIONS SHEET NUMBER T-2 tizer...-i'41-.° at&t 11,... SITE WORK GENERAL NOTES: STRUCTURAL STEEL NOTES: GENERAL NOTES ••..-'" NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY im PL AZA x NOTES: CONTRACTOR - VELOCITEL 4801 COX ROAD,SLUM300 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) GM w4 j2ro 9 ai PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 OWNER - AT&T 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR UNLESS OTHERWISE NOTED. OEM - ORIGINAL EQUIPMENT MANUFACTURE TO THE START OF CONSTRUCTION. 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES 2 PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS ve�ocire WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN SHOWN ON THE CONSTRUCTION DRAWINGS ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE "MANUALD WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL THE AISC OF STEEL CONSTRUCTION". PAINTED SURFACES ATTENTION OF CONTRACTOR. l BE RELOCATED AS DIRECTED BY CONTRACTOR EXTREME CAUTION SHOULD BE SHALL BE TOUCHED UP. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE complete wnreles8 soLutrorzs USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND 4164 INNSLAKE DRIVE SUITE B AROUND OR NEAR UTILITIES SUBCONTRACTOR SHALL PROVIDE SAFETY 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC GLEN ALLEN. VA 233060 (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS 804.2178433 TRAINING FOR THE WORKING CREW THIS WILL INCLUDE BUT NOT BE LIMITED UNLESS NOTED OTHERWISE. AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. • 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. ` i • _ 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT 4. DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. warren williams&associates SPECIFICATIONS 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE THE 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 736 CARNEROS CIRCLE 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE NORT7 HIGH CROOUNA REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. 27265 DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR (757) 450-2288 5. ALL EXISTING INACTWE SEWER, WATER, GAS, ELECTRIC AND OTHER APPROVAL WHEN DRIWNG HOLES IN CONCRETE. SPECIAL 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH NO. UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE.REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. 1SURVEY BY 7/13/1/13 TREE3 CHK S SUR APP'D OWW POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE 6. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. 8/2/13 TREE SURVEY SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR LOCAL 2 BY ALB CHK OWW APP'D OWN UTILITIES HOT DIPPED GALVANIZED. THE ANCHOR BOLT DOWEL AND ROD SHALL BE STAINLESS STEEL WITH STAINLESS STEEL WASHERS. 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING 8/6/13 PRELIM ZONING DWGS CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. 3 BY ALB CHK OWN APP'D OWW 6. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING 9/4/13 FINAL ZONING DWGS CONSTRUCTION. 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND 4 BY ALB CHK OWW APP'D OWW STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE 7. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH SATISFACTION OF OWNER. 5 THE CINGULAR SPECIFICATION FOR SITE SIGNAGE. 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL 6 8. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE • FROM THE BTS EQUIPMENT AND TOWER AREAS. CONCRETE AND REINFORCING STEEL NOTES: RETURNED TO THE OWNER'S DESIGNATED LOCATION. ,,�� 1 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, 11. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. \� IT1.1 OF 9. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN \ t' GROUND FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY ACI 318, ACI 336, ASTM A184, ASTM A185, ASTM C31, ASTM C172 AND \ `�� f THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE 12. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24782-000-3APS-A00Z-00002, "GENERAL `0. . �� FILL OR EMBANKMENT CONCRETE. CONSTRUCTION SERVICES FOR CONSTRUCTION OF AT&T GSM SITES.' ,/O/, .Q� 10. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF O R1p o�1ILLLA jS,JR 4 UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 4000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. 11. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, Lic.No.37030 NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL TO A UNIFORM SLOPE, AND STABAUZED TO PREVENT EROSION. CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED r� 9-4-13W OTHERWISE SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE 0 O� 12 SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING STANDARD, UNO. /, ,S�y �� CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR 0 IONA1, CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL JURISDICTION'S REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: SOIL COMPACTION NOTES 40.04 GUIDELINES FOR EROSION AND SEDIMENT CONTROL. CONCRETE CAST AGAINST EARTH 3 IN. FOR SLAB ON GRADE CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER .5 AND SMALLER & WWF 1 IN. NOTES: CV344 1/2 CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT 1. EXCAVATE AS REQUIRED TO REMOVE VEGETATION & TOPSOIL EXPOSE UNDISTURBED RAW LAND CT AGAINN TH GROUND NATURAL SUBGRADE AND PLACE CRUSHED STONE AS REQUIRED. BEAMS AND COLUMNS 13 1/2NIN GEOTECHNIICAL COMPACTION TECHNICIAN CERTIOR ENGINEER IS AN IO C ANDP WBLE EN CERTIFICATION BY A QUALIFIED MONOPOLE 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF 3. AS AN ALTERNATIVE TO INSPECTION AND WRITTEN CERTIFICATION, THE "UNDISTURBED HICKORY HILL LANE CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. SOIL" BASE SHALL BE COMPACTED WITH "COMPACTION EQUIPMENT", LISTED BELOW, TO AT 6 CONCRETE/EXPANSION ANCHORS SHALL BE STAINLESS STEEL. LEAST 90% MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD C. CHARLOTTESVILLE, VA INSTALLATION, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED 4. COMPACTED SUBBASE SHALL BE UNIFORM & LEVELED. PROVIDE 6" MINIMUM CRUSHED 22901 PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO STONE OR GRAVEL COMPACTED IN 3" LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE ALBEMARLE COUNTY MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS NATURAL OR CRUSHED WITH 100 % PASSING 1" SLEEVE. SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. COMPACTION EQUIPMENT: DRAW KEN BY OWN EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR HAND OPERATED DOUBLE DRUM, VIBRATORY ROLLER, VIBRATORY PLATE TTv DATE 7/1/13 APPROVED EQUAL. COMPACTOR OR JUMPING COMPACTOR. COMM No CV344 SHEET TITLE. GENERAL NOTES SHEET NUMBER N-1 ■r r •.. �• r ut sCt _ ,� aB07 IX1LAr14D.S018300 11 45c.., i.rkZi a..r.....rVn. .1,m i..1.ie 1 6P1 r } 0 VA23060 Pfr ti , . ilvelocitel flNS mptete •u ratess sattnnoas ■, 4164 j`r ■ GLEN ALLEN, ✓A 23060 ' -• •J ' � x 804 2178433 a.e 23 All A . . , am I • 1 >< Ai i , 1 6 N warren williams&associates • ir 6 D9m-ti. 736 CARNEROS CIRCLE a ` 1� ' �000 HIGH POINT - NORTH CAROLINA a �• a r. - mil • III i (757) 450�27288 65 ■ ii alr- 0' a. NO ~ 9 +• 7/13/13 TREE SURVEY �- 'r `- • BY ALB CHK• OWW APP'D OWW 2S •"1 • ■ 8/2/13 TREE SURVEY f,�a�am „fa: • BY• ALB CHK. OWW APP'D OWW 1 2 • j I 8/6/13 PRELIM ZONING DWGS • ritAn ,. 0 3 BY• ALB CHK OWW APP'D OWW / • • ti' ' �� 4 9/4/13 CHK ZONING DWGS ■ 111 BY ALB CHK OWW APP'D OWW el op r 'r III , r J A el ` 0 LTH OF ' 43 lI. / .r- EN IL �y .•' q l� am--- i, -eSG,7J Gam' �, ' I• - r '' •'•` ti• Lic.No.37030 '.,- .a,`,I "Limo i ��, w 9-4-13 ti 1E1 13 �a.-41 ;��''' �H::0'� 1El r CV344 RAW LAND � MONOPOLE I - HICKORY HILL LANE ili '+ r- y CHARLOTTESVILLE, VA r ' -.N. + 22901 --1 i `' ��`, -� 1—• `■ ALBEMARLE COUNTY T*•� E. —7 7 1•' f DRADRAMBY. KMB J _ a CHECKED BY OWW ` .—■ T DATE 7/1/13 _rprrirls/ .tom E9-5E a,`(; 1 COMM N0� CV344 II E -1. l '.— �_ '` SHEET TIRE AREA AREA MAP ■1 .• TN SHEET NUMBER l- AREA MAP FOR 24*X 36'PLOT— 1' = 200' 0 200' 400' , AM-1 O \ LEGAL DESCRIPTION LEASE AREA ACCESS & UTILITY EASEMENT REVISIONS BY it idab7 ay 40.00'x 40.001 Lease Area 2D'Access&Utility Easement \ Beginning at the northern comer of the Subject Property(O e In common thm L.75-41)and a canon with Lot 1'Sherwood Beginning of the nne caner of the Subject Property(11L75-41)and a corner in eRht 1 Le Shemocd ` Fanmi.being on the Southern fight-of-say the of Southern Roller,:thenavh mid ca ner ner along the sold Fame.being on the Southern right-of-my the of Southern Rdray,thence bean sold tone along toe odd • � right-of-soy the of the Southern Rohm don o arm to the right honing o Radius of 1785.90'and a Length of right-of-soy the of the SmfMm Rdtay don a cane to the right than a Rodin of 1785.9E and a Length of d \ 20025 to a point theme 57724'01•E a Move of moo'to a point thence N1035'59'W a distance of 17.00'to a 205.25'to a point theme 57724'01E a defense of 80.0E to a point thence N12'5'59.11 a deems of 17.00 to a -- point Bann S7724'01 9 a distance of 9129'to a paint add point being the Pant of Beginning and Centerline of a point then S7724'01Y a distance of 9129'to a point void point being the Point of Beginning and Cork".ofo DMZ '" Proposed 20'Acmes and UOfty Easement thaws Ivan bold rynt-of-say line long the centerline of the Proposed Proposed 20'Amass and UORy Easement thence leasing said ri0rt-of-say the ding the centerline of the Proposed 20' • 20'Attwe and UOfty Easement a dreclian of 90217.07'11 a d loon of 14.68'to a point thence S1214'012 o foam and WRy Eminent a drsdbn of 5021707-a a distance of 14.68'to a pelt thence S1214'05111 a datann • adobeof 6143'to o point thence S16.4T3319 o distance of 114.70'to a point thence SOfF032811 o d'elmro of of 6143'to a point thence S16.473'W asthma 3 a dsma of 114.70'to to a point thence S0890'78' a distance of 48.18'to a DI 1 /6.18'to a pant Bunn 50151'36'W a distance of54.78'to a point trace SOT01'59•W a castors of 102.76'to a point thence S0151.36'111 n a dam of 54.78'to o point thence SO701'59'W o distance of 10276'to a pant thence paint thence S11'43'31'W a distance of 4599'to a point thence 92P34'28'E a distance of 107.55'to a point then SI1.4S31'11 a distance of 4199'to a point theme 5803428'E a distance of 107.55'to a point thence dong a curve 4 s dang a corn to the left with a Radius of 25.0E ad Length of 18.27'to a print thence N5T31S4'E a delonca of to the left with a Radius of 25.00'and Length of 1827'to a point then N5733'54'E a distanced 110.65'to a aN y Bose 110.65.to a pone thence don o ours to the left having a Wee of 25.00'and a Length of 1742 to a point pointthencerimy a curb to the heft havingo Rodin of 25.0E and a Length of 174Y toa print thence N17'7637'E 1a•`Ail thence N1T3E37'E o distance of 116.66'to a point said point being on the interline of sad Easement and on the a distance of 116.66'to a point said point being an the cenleee of add Easement and an the Southern mast One of a Southern most fah of a Proposed 40.0E a 40.0E Lease ken and being the end point of the Prapand 20'Aeon and a Proposed 40.0E s 40.0E Lens Area and being the end point of the Ropoead 20'Accra and UORy Easement Taw 0 y1 x a Ut1Ry Eminent thence dong the anther line of said Lease Arm N7221'23'W a distance of 11.05 to a point said Ci sr max s PWH04s ^ Stir cyApoint being the Western meet corner of a Proposed 40.00's 40.00'lean Area and the Point of Beginning;thence Min ,et O n 7543 \t, MAW Pa.l)a bop ^n 4 7x MO PG161 boring the pat of beginning o dhadlan of N1T38'JYE a distance of 10.0E to a point thorn 5722123'E a dstmn ry. �/y�s� PaE - of 40.00'to a pant thence 5173037'R'no*tome of 40.0E to a point thence N7221'2Y11 a distance of 40.00'to a ^set in 51✓CO. I �� point sad point being the Point of Beginning of the Preposed leas Area and contemns 1,600 grave feet of land. <sl CO.7 CO k 0 pFREE POST I I 5/8'K 17'N 91.8E !f1 I 4 '�144 1 I PO I CD CM __;)_ill Lei N Z / J Z Z 3 • \ V CURVE TABLE �s C7 CURVE LENGTH RADIUS DELTA CHORD 9,17E f>)CIOtD gy g Qom' L1 182E moo 4131'38' N78'29'13'E 17.86 = C2 17.42 258e 39`SS'17' N37.36'IS'E 178E •ch J 5 LINE TABLE SITE INFORMATION >' o • M= LINE LENGTH REARM W >. z LI 14.68 S02.17.07'11 L2 63.43 S12.14 o5'v A BOUNDARY SURVEY WAS NOT PREFORMED FOR THE -U d'0 L3 114.70 S16.47'331i TAX PARCEL # (PART OF) TM•75-41 PREPERATION OF THIS PLAT. PROPERTY UNES AS Ce 2 0 0 L4 46.1E1 soe•oo'2e'v SHOWN HERE WERE COMPILED FROM TAX MAPS, DEEDS Y ------ / L5 54.78 S01.51'36'V DEED REF• DB..1470, PG.115 sac PLATS OF RECORD. HARVEY L PARKS, INC. MAKES sr U ---------- L6 102.76 So71ol'59'v NO WARRANTY EITHER EXPRESSED OR IMPLIED AS TO O 1'e) _ / 1 / L7 45.99 S11.43'31'V ZONING: RURAL AREAS THE ACCURACY OF THE BOUNDARIES AS SHOWN ON > M I LB 107.55 S80.34'28'E U W/ / L9 I10.65 80.33'S4'E THIS P'/' LID 116.66 N17.3B'37'E JURISDICTION. ALBEMARLE mLII 40.00 N72'21'23'V/ LI2 40.00 N17.38'3TE DISTRICT. SAMUEL MILLER L13 40.00 572.21'23'E / /I / L14 40.00 S17.38'37'1 ACCORDING TO FEDERAL EMERGENCY MANAGEMENT / AGENCY MAPS, THE MAJOR IMPROVEMENTS IN THIS PROPERTY ARE LOCATED IN AN AREA DESIGNATED / e AS ZONE "X', AREAS OF MINIMAL FLOODING. n r COMMUNITY PANEL MAP NO 51003C 0266D !/)/ EFFECTIVE DATE: 2-4-2005 > v / •y s NO WETLANDS AREAS HAVE BEEN DELINEATED. C 9 ,c.;c �c �d/ins! ORRR��� APPROX. TREE HEIGHTS SHOWN, AS TREE CANOPY MAY CHANGE AS LEAVES COME IN H iS PROPOSED TIE(AGO NON((OPELE // n�',i/ / LATITUDE.380040'39.4'i6) /' ,/ n 7'' 10NalUDE.7855'05.134 / '' /1/;, / PROJECT INFORMATION VICINITY MAP:: N.T.S. \ y.tr /•%' 4 �J// / �i SITE NAME: CV344 HICKORY HILL LANE ,1))�' o 1/L/(i 1 SITE NUMBER: CV344 J x __ �•'. /]"�I�Ix `i /r / SITE ADDRESS: HICKORY HILL LANE 40 sin AREA ' 1 .7 / / / / ALBEMARLE. VA 22903 4 ) N.775-an �(111)1111,),' Teii 1��.��I.�`� l l 8503 ri77Aa1°�Am05001 OWNERS NAME: BRATS MOUNTAIN LAND TRUST 6;'�T , oa.lmtroe. 503 FAULCONER DRIVE - SUITE 5 •'. /�i ".'rn "T I CHARLOTTESVILLE.VA 22901 WPC°. 7 PROPOSED 20'ACCESS le Ulun EAY11fNf TOWER CENTROID RFD W1S7i 000E /C/ LATITUDE. N 38'00'39 438" LONGITUDE W 78'33'05.134' _ _ r� / // / GROUND ELEVATION. 510't (AMSL) 'exrrebom rules `.,/,(jICH E RI5 Wz_ NTn / PARAPET ELEVATION: N/A .jeu..a".• 0 Lc lia OMITS o0Unonmmunl 1mm / / BASIS OF ELEVATIONS. GPS OBSERVATIONS RECORDED ON 7-10-2013 PARCEL ieee,Pi lls-n / //// _ o SUB-METER ACCURACY TO NEAREST FOOT © K'HU sURRev°e / // / _ BASIS OF BEARINGS. GPS OBSERVATIONS RECORDED ON 7-10-2013 / // / SUB-METER ACCURACY TO NEAREST FOOT // rii / • -N7rzrmt UTTruDE AND LONGITUDE SHOWN HEREON ARE BASED ON NAD83 SITE 4 S) YORA1fN n: / AND ELEVATIONS NAVD 1929 (ALBEMARLE COUNTY CONTROL N.S.Y. W / MONUMENT STATION 109). CHECKED Bin / CO/ n / � Le205 ' • N7724b1'E BOAS Lg I DATE Il___ "'i a�6 oR 7-10-2013 Pt.T scut Re178,.9E / E 1:1 / 9129' -11/724 5121E MOO -• / SOUTHERN RAILWAY CV344 / TO OWeatESR E -SIEEy the. -CA n'"Q ----------------- this whey has been made without the benefit of ----- SCALE. 1'=30' title search and is subject to any uses recorded and C P 1 - ------- - Cos 1RACK - - - unrecorded and d of pertinent facts in Which o title search IJ 1 - 1 0 30 60 120 240 may disclose. /,' /� SN,£`SIM TREE TABLE ______j ,o3a-� 1n at&t / / rr y GROUND TREE HEIGHT TOP TREEi� 5 � _ �(p_ m TREE TYPE ACTION ELEVATION (AGL) ELEVATIONit �," . - (AMSL) (AMSL) 1IRER YPL ZA1 I 1 I ' `` O1 36" POPLAR FERTILIZE 516 0' 120.4' 635 4' 4901 C XROAD,SURE30n 3 /I,I // GLENA VA 230E0 j 1 ; I ' 1 �, ii( ( 1 ,, �C 2 26" POPLAR FERTILIZE 518 5' 92.5' 611.0' _I ; «1�r , �\ _ O - 3 36" POPLAR FERTILIZE 495 2' 115 0' 610.2' I 1 \j Cn� 4 18" MAPLE FERTILIZE 495 2' 89.2' 584 4' 1 S � 1, I _ 11�- cJ 5 24" MAPLE FERTILIZE 496.1' 74.0' 570.1' c. �I' ■velocirel I .;A A P ,�• / 1 _ ._.ornptete x ratess sa!ulions ;, [ � r' - ,, 4164LENSALLEN VA P3060 9 Z i4 r _ 504 2175433 I I I ) II i I 1 I ' . 17 I I • J I 1 I i ' /, / l ! I/ / ' ' 1 • J / I I I I / i it I ; /rl 1 t _ warren williams&associates 2 1 I j / I i / / I/ 736 CARNEROS CIRCLE I I I I I 1 / .11 . I HIGH POINT NA )► I I I I f I ' /` ' / NORTH CAROL265 CX I I I ' i f ' l ,' - -- (757) 450-2288 1 jI1 / 0 1 I l It/ / j I 11 l/ - _ _ NO I 1 j / /'/ 7/13/13 TREE SURVEY _ _U I I I I I I I ' / BY ALB CHK OWW APP'D OWN I I! / / 1" i 1''i // - 8/2/13 TREE SURVEY I I i i / ri ' / - / _ 2 BY- ALB CHK OWW APPIP OWW I \ ;',I /� 3 8/6/13 PRELIM ZONING DWGS BY' ALB CHK OWW APP'D OWW I '`i `' / -- 9/4/13 FINAL ZONING DWGS I �� ,Ll(i / ,, © 4 1 �� � BY ALB CHK OWW APP'D OWW % ,,a` �% i ;IvIfr NOTES: 5 r ; I r,;? % ' TREE NUMBER 3 IS THE REFERENCE TREE USED FOR POLE f I \� . ' / ( SIZING THE HEIGHT OF THIS TREE HAS BEEN VERIFIED TO BE 6 - _—� -- ( (' II' 115 0' AGL AT A GROUND ELEVATION OF 495 2' AMSL ( ( / ? `\' ' BASED ON ALBEMARLE COUNTY POLE SIZING REQUIREMENTS OF I L. '' - " ';ti"1 't1 PROPOSED TOWERS BEING 10' ABOVE THE REFERENCE TREE, �\,lH 0�'` ���\ THE PROPOSED MONOPOLE SHALL BE 110' AGL AT A GROUND f ELEVATION OF 510.0' AMSL. ��� ��� 0.WARREN WILLIAMS,JR a Lic.No.37030 eci12.-J., 9-4-1 3 Zv C. i illi ,,, ��SSIONAL �� CV344 j " RAW LAND i / ` MONOPOLE / SITE NOTES • n PROPOSED AT&T 40'X40' LEASE AREA. HICKORY HILL LANE ❑2 PROPOSED AT&T 30'X40' FENCED COMPOUND WITH 11'-5"X28' CHARLOTTESVILLE, VA EQUIPMENT SHELTER. (PAINTED JAVA BROWN) n PROPOSED AT&T 12' GRAVEL ACCESS ROAD WITHIN A PROPOSED 20' WIDE 2290 1 `, I ACCESS/UTiUTY EASEMENT. ALBEMARLE COUNTY ri PROPOSED TOWER WILL BE 10' ABOVE CHOSEN REFERENCE TREE, SHALL MEET REQUIRED 1:1 PROPERTY UNE SETBACK, AND SHALL BE WITHIN 25' DRAWN BY. KMB OF REFERENCE TREE DRIPUNE. CHECKED BY OWW TTV DATE. 7/1/13 n REQUIRED 25' SPACING BETWEEN PROPOSED TOWER AND DRIPLINE COMM NO CV344 SHEET TITLE. TREE SURVEY •08''• ,r TREE SURVEY AND SITE PLAN FFOR 24*OR 11"X ;6"PLOT - 1PLOT - * = 60' D 30' 60' SHEET NUMBER TS— TS-1 1 �rlw►� SITE NOTES � a`p t , , \ �' `(S(` . , �� 1 PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF 1' I r LOCATING ANY UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND 9. CROSS THROUGH THE AREA OF CONSTRUCTION THAT ARE NOT SHOWN ON THESE PLANS. f �c9. "A BEFORE YOU DIG, CALL "MISS UTILITY" AT 1-800-552-7001 THE CONTRACTOR SHALL 1Bp1 COX PLAZA IROAD,Sig 300 • �G S BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING UTILITIES DAMAGED GLENALLEY,VA 23060 d�9 DURING CONSTRUCTION 1E' 'a ® ; --- G?O 2 ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN ACCORDANCE 1 --_ v\� WITH THE LATEST EDITION OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AT THE FIRST PHASE OF CONSTRUCTION AND CHECKED PERIODICALLY TO ENSURE THEY ' ,' ARE FUNCTIONING AS INDICATED. VE?�OCI�E�� N 3. THE STOCKPILING OF EXCESS MATERIAL ON SITE WILL NOT BE ALLOWED • 17/ \� III \ 4 ANY VEGETATED AREA DISTURBED BY CONSTRUCTION SHALL BE TOPSOILED AND SEEDED cop-Fiore 'd.reloss BO!klIons 1 2 • /� X ' r \ TO RESTORE A PERMANENT VEGETATIVE COVER 4164 INNSLAKE DRIVE, SUITE 9 0.0' \ GLEN ALLOY, VA 23060 // `lam `t \ 804 217 8433 / \ - 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS \ ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MAY BE CUT, OR THAT ARE • ` / / / \ 3�. �"' \\ �- 1 4 DAMAGED DURING CONSTRUCTION. / _; _____-- \\ U 6 THE INDICATED DIRECTION OF NORTH WILL HAVE TO BE VERIFIED IN THE FIELD THE , ' A / \ MAGNETIC DECLINATION INDICATED IS CALCULATED BASED ON THE LATITUDINAL AND / ■ M N M M M ■ \ — LONGITUDINAL COORDINATE GIVEN BY HARVEY L. PARKS. warren Williams&associates h, �§ , "(Jl \\_ 736 CARNEROS CIRCLE 1\ f a._ C7 HIGH POINT 3 i:o 1 I NORTH CAROLINA I 9 00 _ (757) 450-22288 �1 I I .0 / 11 = NO 1 1 I 4.0' I 1 7/13/13 TREE SURVEY \ ' 1 0 1 1 I __ 8/2/13 TREE S BY ALB CHK OWW URVEY OWW 'i %= I 2 BY ALB CHK OWW APP'D OWW 11:1 \ I 5 8/6/13 PRELIM ZONING DWGS \ _ 3 BY ALB CHK OWW APP'D OWW \ ! I I / I O 9/4/13 FINAL ZONING DWGS \\ \ i r /_ / = I 4 BY ALB CHK OWW APP'0 OWW , isIL�II v / 0 / = I 5 ' \ \ 6 a ?' ' \ ii �/ = \ / NN' I 5 , E = \,TH OF 4.0 G 1 • 0 O.WARREN WILLIAMS,JR. . ' ' 4 _ CONSTRUCTION NOTES 8 — — Lic.No.37030 1 NEW AT&T 40'X4O' LEASE AREA. I �►� �,•4Cl xi • • �� 9-4-13 �v I iv,;00>�•-ilk• 1 2 NEW 20' WIDE AT&T ACCESS/UTILITY EASEMENT. ilik IV �QO��OOQ' �O,t�� e QQ�Q'0'•.�00� I 1 NEW AT&T 110' MONOPOLE (PAINTED JAVA BROWN). SEE SHEEP C 2 FORONALll?{_` 3I ELEVATION VIEW 1V oa0000 0 Q I4I NEW AT&T 30'X40' FENCED COMPOUND. SEE SHEET C-3 FOR /�/ / ' I DETAILS j U Q OQI Ol 1�Q�Q����G���0�OQOOO�QOC 5 NEW AT&T 11'-5"X28' EQUIPMENT SHELTER ON A CONCRETE PAD. { Oo 1�(^'�` ���Qd�,� /)� Q 0� SEE SHEETS A-1 & S-1 FOR DETAILS ���OC�Q oO�OCQ� `•►�•�Qi V�h��OoOOO n NEW AT&T UTILITY STAND CV344 '1\20OOnO�O�►o�r'�� al ��0no� RAW LAND ,' odreoo().0 �O/;`=`� LT�.�.�' oaf O QO�O( �7 NEW 12' WIDE GRAVEL ACCESS ROAD. SEE SHEET C-4 FOR DETAIL. /' D0,0oodocWi'��n , %'\O v,-!\ ')P I no o000 0 0C 8 NEW GRAVEL TURNAROUND/PARKING SPACE. SEE SHEET C-4 FOR DETAIL. MONOPOLE `1 19.0' �) l 1 II// 19 NEW GRAVEL INSTALLED IN COMPOUND. SEE SHEET C-4 FOR DETAIL HICKORY HILL LANE ~� 2 NEW AT&T ICE BRIDGE (APPROXIMATELY 7' IN LENGTH) WITH 2 RUNS OF 6 ON 6 CHARLOTTESVILLE, VA COAX INTO SHELTER AND UP INSIDE TOWER. 22901 _ 7 n GPS SHALL BE MOUNTED ON ICE BRIDGE SUPPORT POST CLOSEST TO SHELTER. ALBEMARLE COUNTY I121 REFERENCE TREE USED TO DETERMINE TOWER HEIGHT SEE SHEET TS-1 FOR 1 DETAIL. DRAWN BY KMB CHECKED BY OWW n DRIPLINE OF REFERENCE TREE. TTV DATE. 7/1/13 COMM NO. CV344 -� SHEET TITLE. ENLARGED SITE PLAN SHEET NUMBER 411) FOR "X 17 1 me ENLARGED SITE PLAN FOR 1111" X36" PLOT - 1" =" PLOT - 1" = 6. 0 6' 12' C NOTES: DIMENSIONS: 1. MONOPOLE, GROUND EQUIPMENT, ICE BRIDGE, CABLES, TOWER- o at&t ANTENNAS, AND THEIR SUPPORT ATTACHMENTS SHALL BE 34" DIAMETER MAX AT BASE 2- ' ` PAINTED SW #6090 JAVA BROWN. 18" DIAMETER MAX AT TOP "� L w- I�aP/YPL4ZAI I--- GIENALL8W Ye 300 2. ALL VERTICAL COAX SHALL BE RUN INSIDE OF MONOPOLE. LIGHTNING ROD- 4 v, �, ,g , , 2' IN LENGTH /K o 3. PROPOSED LIGHT FIXTURE SHALL BE SHIELDED IN 1" DIAMETER AT BASE TAPERING TO A POINT ��10 act ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS AND -/_ OPERATED BY MOTION SENSOR. ALL PROPOSED LIGHTING IS ANTENNAS- /-�JI"FOR TEMPORARY MAINTENANCE AND SECURITY USE ONLY. (3) © 74.9"X12"X6.5" �R III VeIociteI MOUNTED NO MORE THAN 12" FROM TOWER /45 c3:r,ptere z, re!ess sc tue 149 4164 INNSLAKE DRIVE, SUITE B ALLEN, VA Al gift GLEN 804.217 84333060 ** NOTE: THE SIZE OF EACH PROPOSED ANTENNA TOP OF NEW MONOPOLE SHALL NOT EXCEED 1,152 SQUARE INCHES** HEIGHT = 110', ELEVATION = 620.0' AMSL `•, MOUNTED(3) NEW AT&T AT 107 PANEL ANTENNAS , (3) NEW AT&T FLUSH MOUNTED ANTENNAS 0 , warren williams&associates HEIGHT = 107' ® RAD C/L 736 CARNEROS CIRCLE PROPOSED HIGH POINT Cl !.' I MONOPOLE TOWER NORTH CA20265 �L ��' (3) NEW RRHs MOUNTED _ ``"O (757) 450-2288 BELOW ANTENNAS PAINTED JAVA BROWN A(ZIM—N 1N) / NO. `-_D• `"(RU OR a/�,• B 1 1 7/13/13 TREE SURVEY TB J, BY- ALB CHK OWN APP'D OWW 8/2/13 TREE SURVEY 2 BY- ALB CHK 0WW APP'D OWN ��0.• 8/6/13 PREUM ZONING DWGS \"Y� 3 BY ALB CHK OWW APP'D 0WW NEW 110' MONOPOLE PAINTED �Ip'\2j 9/4/13 FINAL ZONING DWGS JAVA BROWN, SW #6090 C/,�f\�?, 4 BY ALB CHK OWN APP'D 0WW I% 5 TOP OF REFERENCE TREE CANOPY P>\ HEIGHT = 115', ELEVATION = 610.2' AM•L yJ s )11 ANTENNA MOUNTING LAYOUT tiTH OF` S � j�� C-2 NOT TO SCALE --Ze *1/41 � NOTES \\� OUTSIDE DISTANCE OF THE PANEL OUTSIDE NNAFACE SHALLL NOT EX POLE CEED 12 THE NCHES O.WARREN WILLIAMS,JR. U -- 2. PROVIDE KELLUMS GRIP AROUND CABLES AND HANG ON EXISTING Lic.No.37030 J—HOOKS W/ STRUCTURE. 4‘01/4 MAXI 9-4-13w i.12'' 1 ���� / � I � `ONAL vw- ,.A li I/�) ANTENNA i il" "111\I /I� , \ PROPOSED 11'-5"X28' AT&T EQUIPMENT CV344 SHELTER ON CONCRETE PAD WITHIN A DOWNTILT BRACKETpBOARD ON BOARD FENCED COMPOUND RAW LAND [III] iii MONOPOLE L 2-3/8" OD GALVill HICKORY HILL LANE PIPE MOUNT CHARLOTTESVILLE, VA 22901 ii �II1 ALBEMARLE COUNTY 1 I) IIIPROPOSED RRHs MOUNTED DRAWN BY. KMB BELOW ANTENNAS CHECKED BY Dww TTV DATE. 7/1/13 HAND HOLE A!MI COMM NO CV344 GROUND ELEVATION PROPOSED MONOPOLE SHEET TITLE. I I I. .1 GROUND B•- EFAHRI ELEVATION = 4952' AMSL GROUND ELEVATION = 5100' AMSL ELEVATION VIEW C-2 0 S ELEVATION VIEW (33 ANTENNA MOUNTING DETAILSHEET NUMBER NOT TO SCALE NOT TO SCALE w_w 6'-0" VARIES - SEE PLAN 8' 0" TYP ' at&t BETWEEN EACH LINE POST IIBERIYPWAI • 4801 MT ROAD.RPM300 GLEN ALUM,,VA 93060 nE M04)270-2967 / V• ' —I_ — r ■velocitel /// \\\ I I A cdrnplere ureic cc S oI1,I IO rc I I / / \ \ I 4164GLENN8AL02E17708✓Al23605'H — — /// \\\\\ _o d i — -00 . . �' . . EXTERIOR SIDE ' " SIDE I / \ \ © I & • 1 • warren wamsassoc iates 736 CRNEROS CIRCLE E© [-C) /// / �L \ \ \__\._ I HIGH POINT —F I NORTH CAROLINA 27265 O — I 1 JQ I - O (757) 450-2288 �� I NO •e 2 - r r - '1 °. ] I •• I ! I 4• II IL II - II I-11 II s II II II II=1.4II I•U'-11::4. I 0.I-11 II I II=� II II . Ir II IPII II rII IIi NII-11 1I.4 I • I=1h*ll 7/13/13 TREE SURVEY 11=II co .11-11-11-11-11-11-II-11-11-11-11-11-11-11PII=11= IIL•o III-II-II-II-II-III-II-II-II-II-II-II-II-II-II a:.11=11= II=1 -11=11P 1BY ALB CHK OWW APP'D OWW- a- .( 4 o 4 cD 6 I I , 4 a2 -. I 8/2/13 TREE SURVEY '• 2 BY' ALB CHK OWW APP'D OWW �� I 'H - - I • o 8/6/13 PRELIM ZONING DWGS 1- I _ <- I -d ZN I I 3 BY. ALB CHK OWW APP'D' OWW '. ••, Q; I > 4 9/4/13 FINAL ZONING DWGS ! .'. ,! '4 d. ! BY. ALB CHK OWW APP'D OWW 4. 9= _. 9- --d_r .; I A' alb O N. 41' �.1•e 'sf O 5 12 6 TYP. 7-........y,TH pF� . COMPOUND FENCE DETAIL I,e, NO SCALE SZ/Z-- /..,-/— , 0 0.WARREN WILLIAMS,JR -, REFERENCE NOTES: Lic.No.37030 OCORNER, END OR LINE POST: 4" X 4" TREATED LUMBER SPACING FOR LINE POSTS IS 8'-0" I TO Q MAX OTOP RAIL & BRACE RAIL. 2" X 4" TREATED LUMBER r�D�� 9-4-13 `�v O1" RF) X 6" - DOG EAR RED FENCE BOARDS. \ ` ONAL � CEDAR PREFERRED #1 TREATED ACCEPTABLE. \ ® 3" MAXIMUM CLEARANCE FROM GRADE. RAWO DUCK IN FELDLPRIORrTO INSTALLATION TYPICALGATE HOLDER. VERIFY L OTHON GENERAL NOTES: V344 LAND SIDES OF GATE. 1. INSTALL FENCING PER ASTM F-567 RA1�r© GATE HARDWARE. MANUFACTURER NOT SPECIFIED AT THIS TIME. 2. INSTALL SWING GATES PER ASTM F- 900 MONOPOLE 3. LOCAL ORDINANCE OF BARBED WIRE PERMIT REQUIREMENT OPOST: CONCRETE FOUNDATION (2000 PSI) SHALL BE COMPLIED IF REQUIRED HICKORY HILL LANE 4. USE MOUNT ALL SIGNS(SEB REDVANIZED (OR )THROUGH�NCENBOARDS)TS AD RS TO CHARLOTTESVILLE, VA 5. FENCE AND ALL L BE 22901 PAINTED JAVA BROWN SW #6090 ALBEMARLE COUNTY DRAWN BY. KMB CHECKED BY OWW TTV DATE. 7/1/13 COMM NO- CV344 SHEET TITLE. FENCE NOTES AND DETAILS SHEET NUMBER C-3 CRUSH AND RUN �V (4" MINIMUM) 1" MIN ABOVE CONSTRUCTION OF A SILT FENCE 1. SET THE STAKES 2. EXCAVATE A 4"X4" TRENCH i�- at&t t REMOVE ORGANIC MATERIAL EXISTING GRADE (WITHOUT WIRE SUPPORT) UPSLOPE ALONG THE LINE OF ,`_ w'�i/ \ 1 STAKES. EXISTING 1 1/2" PER 6' OS LOPE 1 1/2" PER 6' OF SLOPE GRADE _ _ __ 48Gl L1VXRO, A2306000 f / 1 / 7ffi[8W)770d967 - 1 2" MINIMUM Goa���- �- I I III— AT �Rowrr —III _ =1 I I-III- _ _-11 =1 I I I�ICI � _ j11 T i— 1 1—I I —i 1 1—I 1 1—I i —I 1—I 1 1-1 1 I_ FLOW -1I I HER-l —III III I' 4" -1 11-1 11-IIIIII-III-IIII 1I I I I II I II I I-I 11- 1 III =III =I 11-111=11 I_1 11-1 I I=I 11=111- II\I I -111,;1111=1 111 ve loC ire! GEOTEXTILE FABRIC 3. STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT SHEET FLOW INSTALLATION ea 4164r1NNSLAKE DRIVE, SUITE I8 rs WHERE REQUIRED. TO STAKES AND EXTEND THE EXCAVATED SOIL (PERSPECTIVE VIEW) GLEN ALLEN, VA 23060 VERIFY WITH CONSTRUCTION IT INTO THE TRENCH 1 I 804 217 8433 _FARTH WORK SUBGRADE COMPACTION & SELECT GRANULAR FILE MANAGER PRIOR TO BID • I I pA CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING & GRUBBING THE A •• , " A CONSTRUCTION SITE AND ROADWAY AREAS THE CONTRACTOR SHALL COMPLY . - I� / / j= 1 FLOWI I w. • WITH THE RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL REPORT - •/ <iv / __L- -': - - JL_ .. il , WHEN NECESSARY PREPARED FOR THIS SITE FOR SITE WORK PREPARATION & -� _ '=1 I _ =`Iy ` ` 1 _I-1'' L FOUNDATION WORK. AS A MINIMUM THE TOP 3" OF GRADE SHALL BE REMOVED. �� _ _ I- %i -1 " y . r..!. t ./, 8e =11 warren williams&associates THE EXPOSED SUBGRADE COMPACTED, GEOTEXTILE FABRIC AS REQUIRED FOR G 11�;I I /� ' it I P Ai, —i i I-- III II I 1 736 caRNERos CIRCLE UNSTABLE SOIL CONDITION. _ HIGH POINT II=III- FLow — I , OB ALL SELECT GRANULAR FILL SHALL BE COMPACTED TO A 95% COMPACTION AT - IH II'- 11=11' Rb.)' 4" POINTS A SHOULD BE HIGHER THAN POINT B NORTH C4ROLNA —II 757 450�2288 A MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 OR WITHIN PLUS DRAINAGEWAY INSTALLATION OR MINUS 3% OF OPTIMUM MOISTURE CONTENT (FRONT ELEVATION) NO 7/13/13 TREE SURVEY 1 TYPICAL ACCESS ROAD CROSS SECTION SILT FENCE O $F 1 BY- ALB CHK OWW APP'D OWW C-4 NOT TO SCALE NOT TO SCALE 8/2/13 TREE SURVEY 2 BY ALB CHK OWW APP'D OWW 8/6/13 PRELIM ZONING DWGS 3 BY' ALB CHK OWW APP'D OWW SEE PLAN FOR 9/4/13 FINAL ZONING DWGS GRADING BY ALB CHK OWW APP'D OWW 5 6" NO 3 COURSE , AGGREGATE 1- s z_ FINISHED 5 GRADE ;.1 1�1-1�1-1�1-1�1 = : r�' I I-III-III-III-III-III-III—III—III-III :� ����� '^r —III—III—I 11 11 1 I I I I 1 I 11=1 11 1 t 1 1 i I 1 11 1 I—I 1 I—I I I—I I I—I 1 I—I I I-11 I—I I I III—III ~a o 0,WARREN WII.LIA'�S,1R SECTION — GRAVEL PARKING/TU N AROUND Q PROPOSED BOARD ON Lic.No.37030 3 (OUTSIDE OF FENCED COMPOUND) CD BOARD WOOD FENCE 0 Z�� 9-4-13 w C-4 NOT TO SCALE g 1 Z�I��SI �;r‘ PROPOSED AT&T CONCRETE n I �//, ONALN��� EQUIPMENT PAD (TYP) L_ 3/4" CRUSHED STONE ry\�N0� o (#57 AGGREGATE) o_ z "'� 1- CV344 1 111111:.,,II FINISH GRADE {+Y�l '1jlui,; , :r r• _- -_ - - --_ -_-=:mot _ - MONOPOLE }� ,I; DRIP LINE III I H I-1 I I-1 11 ~I N I I I 1=111-111= 11 I Iv ` I 1 I I-I I I I • I..�I I I-III-III-I I-III- 111=111-111=1111 1 1=1 I I III-I' I I -I I-1 ;I-I I ' I-I I I I- 0.111. ` �_ 7111-111-111-111=111- 1II-I1I- 1, 1 I HICKORY HILL LANE CHARLOTTESVILLE, VA ` s -I11-1 11 111 =I I.' I•: 1=I22901 NY' =Z I I-1 I .�I I I ALBEMARLE COUNTY ' / ao III—•. 1 .^III DRAWN BY KMB BY %MO v 1 I 11 I I— C OWW CHECKED DATE 7/1/13 2" X 2" STAKES AT 4' C.C. IF-,`.�. ,-I I COMM NO CV344 NOTE (MINIMUM 5' IN LENGTH) I 11- SHEET TITLE. DRIVE STAKES FIRMLY INTO GROUND AT LEAST 12" CIVIL DETAILS SHEET NUMBER 4 TREE PROTECTION e TYPICAL SITE COMPOUND CROSS SECTION C-4 C-4 NOT TO SCALE NOT TO SCALE SHELTER NOTES 1 MANUFACTURER FIBREBOND 3. SQUARE FOOTAGE OF SHELTER = 320 SF. SEE SPECIFIC SHOP DRAWINGS 'ftwat&t 1A.SHELTER TYPE D8743, 11.-5'7(28' 1 B ADDRESS 1300 DAVENPORT DRIVE 4. THE SHELTER IS TO BE CLASSIFIED AS AN UNMANNED STORAGE AND MINDEN, LA 71055 EQUIPMENT SHELTER ONLY. FROM MANUFACTURER 2 DESIGN CRITERIA: 5. THIS SHELTER IS TO BE DESIGNED AND CONSTRUCTED IN I7BWS'PLAZA I 4001 COI ROMA 56778300 FLOOR LIVE LOAD 150 PSF COMPLIANCE WITH ALL CODES AND DESIGN CRITERIA AS SET FORTH GM V ALLEM VA 23060 ROOF LIVE LOAD 105 PSF BY THE MANUFACTURER AS WELL AS MEETING THOSE OF THE SNOW LOAD JURISDICTION. GROUND SNOW LOAD, Py 80 PSF FLAT ROOF SNOW LOAD, P{ 87.4 PSF 6. REFER TO THE Fl D SHELTER DRAWINGS AND SPECIFICATIONS �� SNOW EXPOSURE FACTOR, CB 1 3 FOR MORE INFORMATION.ATION. 0o SNOW LOAD IMPORTANCE FACTOR,Is 1.2 II velocirel THERMAL FACTOR, C; 1.0 c WIND LOAD ELEVATION KEY BASIC WIND SPEED 150 MPH comptere u reless 6O1Ll Orts WIND IMPORTANCE FACTOR 1.15 4164 1NNSLAKE DRIVE, SU17E B GLEN ALLEN, ✓A 23060 804 2178433 71 28'-4" [340'] / / 11'-9" [141'] / / 28'-0" [336"] / / 681" [REF] / • •^214" [REF] / •' A warren williams&associates \ \ \ \ 736 CARNEROS CIRCLE [ H pow \ \ I NORTH GCAROLINA o o 27265 0 •0 • I.t....• •• •: p I _ U U .B - (757) 450-2288 ,gam1 1 t 1 ••• NO. •• ` N 407 0 1 B 13AALB CHK/13 E OAR YAPP'D OWWr� ^ `� • 8 2 13 TREE SURVEY `' ,--' - 0 ,I T-' \' ' ' ' 2 Br ALB CHK OWW APP.() OWW `- 0 r1.;�, � \ 1� _ o , Ci �— r 8/6/13 PRELIM ZONING DWGS ,_, © [ - .'� j O • *�3.. " u ® }inn :I,:g} ® 3 BY ALB CHK OWW APP.() OWW j b ro o o • __ = 9/4/13 FINAL ZONING DWGS a \ 9 Y ll 0 • \ ` '� m " • - o _. 4 BY ALB CHK OWW APP 0 OWW 21' 21' T 25" / 25" CI 5 pr o w 36'---,4 6 tic a is II Q >� 1 ` - �CH 0� eo /12' 115i" [REF] f 51i' [REF] 12•/ o O� IN �� / 120" 91 [REF] / 12"f- 11'-S / 2 / 187" [REF] / ELEVATION B o 0.WARREN WILLIAMS,JR. .-, 120" / 9 ELEVATION "A" Lic.No.37030 9-4-13 w -/ 28'-4' [3401 f / 1 1.-9" [141"] / �0. / 28'-0" [338' 217i" [REF] / •r�S`SI ONAL 6S ' —. / / 214' [REF] \ r 1 _ 1 oo:,: , 0 0 ° ° : ov ; : ��� CV344 ■ •••. ■ . . . . 00/• ••�•• RAW LAND r ,, Doirc : C-2 • c-� ' ••��•• : MONOPOLE • •ii• • _ ,_..r }1nu1,a:nif \ lD}Il:L 1 m �— HICKORY HILL LANE ` I. T q CHARLOTTESVILLE, VA ID ° 22901 ALBEMARLE COUNTY I. DRAWN BY. KMB CHECKED BY OWW TTV DATE 7/1/13 . COMM NO CV344 \ \ I.i12" •i I. .1 l I I• •l 12—,I SHEET TITLE. I /- SHELTER ELEVATIONS * �'12" 1 1 6" 1 16" / 11'-5" / /ELEVATION D SHEET NUMBER opSHELTER ELEVATIONS ELEVATION C NOT TO SCALE A-1 28'-0" / 30"(MIN) / ��� t #3 TIES ® _ 11:11 I 24" 0.0 ur 11=n=: 11s hall-n #4 REBAR A, nai=N 52 gg / _ III.15 T6 NOTES \ ♦ Y r T T f t .I 11�II_ _lc ' 9801 p�SAUl783P0 " 3`rya" 1 SLAB TO BE LEVEL ±1/4". GLEN AL VA23060 ifiell `O 00 2. FOOTING TO EXTEND A MINIMUM 7FL(80'A2762967 tnorra......_ OF 30" BELOW UNDISTURBED SOIL - � AND FROST LINE. 3 FINAL SITE DESIGN IS THE '5, n RESPONSIBILITY OF THE SITE I.w CONTRACTOR. A FOUNDATION BLE LIGNED ■velocirel t �+ 1"0 HOLE; ASSUMING ALLOWABLE SOIL BEARING 4 REO'D PRESSURE OF 2000 PSF. + + 5. SLAB FOUNDATION DESIGNED ASSUMING MAXIMUM SOIL PLASTICITY r_orrptere ar-reiess soI I/orc INDEX OF 27. 4164 INNSLAKE DRIVE, SUITE S 6" [ID8/D8 TIE DOWN PLATE 6. CONCRETE STRENGTH SHALL BE A GLEN ALLEN, VA 23060 In WELDED MINIMUM OF 4000 PSI. 804.2178433 #193637-RAWMATERAL 7. FOUNDATION SHALL BE IN C 3B PLATE N T S ACCORDANCE WITH OBC. BUILDING WALL ' 1 % ` 6' f15862 3/4"FLAT WASHER warren williams&associates / & 1855-11511 LOCK WASHER / BUILDING 736 CARNEROS CIRCLE HIGH POINT F. NORTH CAROL NA TOC 6" ABOVE/ TIE DOWN j' 27265 FINISH GRADE I BRACKET (757) 450-2288 f193637 II :` . 4f .: ` NO ti:._._.. f4 REBAR C � � t�; � _• 7/13/13 TREE SURVEY B, BB, ISM t ` !' #3 TIE 1 BY ALB CHK OWW APP'D OWW \ • + - -a F + ta--a.�• II-IIP OLT-X 2 1/4" t JJII:III' I BOLT-/853-12271 i •' 2 8/2/13 TREE SURVEY �G'-- II: u. j ' •e•. BY• ALB CHK' OWW APP'D OWW_A11= Lismitill • i ]. .. II-�114 Q i 8/6/13 PRELIM ZONING DWCS SLAB FOUNDATION =2 ' 111 SCALE: 3 8"=1'-D" I�� ` 3 4"X 2 1 2" li, 3 BY ALB CHK OWW APP'D OWW / / . GRADE CONCRETE ANCHOR :}".'�' 9/4/13 FINAL ZONING DWGS SECTION "A A" f854-12970 4 BY ALB CHK OWW APP'D OWW SECTION "B-B" SECTION "C-C" 5 ® FOUNDATION PLAN N.T.S. N.T.S. 6 STRUCTURAL SPECIFICATIONS. 77:011 OFT DESIGN NOTES 4. REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH .�1 jfj 1 STRUCTURAL DESIGN IN ACCORDANCE WITH THE MANUFACTURER'S DESIGN ASTM A-615, GRADE 60. REINFORCING MARKED CONTINUOUS SHALL BEQ �� CRITERIA AND SPECIFICATIONS AND MUST MEET ALL APPLICABLE CODES OF LAPPED 36 BAR DIAMETERS AT SPLICES. r''' THE GIVEN JURISDICTION. `42-, 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. LAP ONE O O.WARREN WILLIAMS,JR. -- EXCAVATION FULL MESH SPACING AND TIE U ;'- 1. SELECT FILL MATERIAL: ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, /� Lic.No.37030 GM, SW, SP, AND SM, OR A COMBINATION OF THESE GROUP SYMBOLS; FREE 6 BOLSTERS.PORTREINFORCING AND WELDED WIRE FABRIC ON METAL CHAIRS OR V • OF WASTE, FROZEN MATERIALS, AND VEGETATION, WITH LESS THAN 5 PERCENT9-4-13w BY WEIGHT RUBBLE. RUBBLE SHALL BE NO LARGER THAN 4 INCHES IN . • - ANY DIRECTION 7. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE IN ACCORDANCE WITH - �A �� ACI 318-99 UNLESS OTHERWISE INDICATED. 2 PIER SHALL NOT BE PLACED IN FROZEN GROUND • SSI 8. ALL COLD WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 306R, FACE OF SHELTER �ONAL / 3. DESIGN ALLOWABLE SOIL BEARING PRESSURE IS 2000 PSF ON SUITABLE "COLD WEATHER CONCRETING." RESIDUAL SOIL OR PROPERLY COMPACTED STRUCTURAL FILL. STRUCTURAL FILL - SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR 9. ALL HOT WEATHER CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 305R, . MAXIMUM DRY DENSITY (ASTM D-698). "HOT WEATHER CONCRETING." • -4. AFTER EXCAVATIONS ARE MADE, THE BOTTOMS SHALL BE INSPECTED TO VERIFY 10. CURING COMPOUND SHALL COMPLY WITH ASTM C 309, TYPE I, CLASS B. PER MANUFACTURER'S SPECS CV344 THAT THE SUPPORTING SOILS ARE SUITABLE FOR BEARING AND ARE CAPABLE OF SUPPORTING THE DESIGN ALLOWABLE BEARING PRESSURE OF 2000 PSF. RAW LAND CONCRETE STEEL WWF 6x6 - W2.5xW2.5 i L . 1. CONCRETE CONSTRUCTION SHALL COMPLY WITH PROVISIONS OF THE FOLLOWING 1. ALL STEEL ANGLES AND PLATES SHALL BE ASTM A36, ALL BOLTS SHALL BE MONOPOLE CODES, SPECIFICATIONS, AND STANDARDS AMERICAN CONCRETE INSTITUTE (ACI) ASTM A325, ALL THREADED ROD MATERIAL SHALL BE ASTM A307, AND STEEL 3/4" CHAM 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE; ACI 318, "BUILDING CODE PIPE SHALL BE ASTM A53, GRADE B, UNLESS OTHERWISE NOTED. ALL REQUIREMENTS FOR STRUCTURAL CONCRETE". STRUCTURAL STEEL SHALL BE GALVANIZED AFTER FABRICATION. 1 �4" PER FT SLOPE } HICKORY HILL LANE 2 CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED AND HAVE A 2. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE NINTH .1" PER F7 +ex -x-x-x-x-t-x-xga-x + �1' e a CHARLOTTESVILLE, VA MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. SUBMIT MIX DESIGN EDITION OF THE "MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS SLOPE a 22901 FOR APPROVAL. DESIGN", OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INCLUDING =-•— CURRENT REVISIONS. j_e WetIS `� ALBEMARLE COUNTY 3. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING -p_p91 I II 1 I' 500X a DRAWN BYPORTLAND CEMENT ASTM C 150, TYPE 1CHECKED BY oww FLY ASH ASTM C 618, TYPE F 4000PSIFABRIC (TYP) ' NOTE• (NOT TO EXCEED 15% CONCRETE AN ADDITIONAL STEP WILL BE CTV DATE 7/1/13 OF CEMENT BY WEIGHT) STOOP r7MIRAFI (MIN) ,• REQUIRED AT THE GENERATOR COMM NO: CV344 CRUSHED STONE ROOM IF THE RISE IS GREATER SHEET TITLE. NORMAL WEIGHT AGGREGATES ASTM C 33 ON COMPACTED GRADE THAN 7" FROM TYPICAL STOOP WATER POTABLE AIR-ENTRAINING ADMIXTURE ASTM C 260 FOUNDATION PLAN WATER REDUCING ADMIXTURES AASTM C 494,STM C 494 TYPE A & 0 STOOP DETAIL TYPE F OR G SHEET NUMBER ACCELERATING ADMIXTURE ASTM C 494, TYPE E S-1 RETARDING ADMIXTURE ASTM C 494, TYPE D